JP4923472B2 - Water wash structure for contaminated soil and water wash method using the same - Google Patents

Description

  The present invention relates to a water washing structure for contaminated soil and a water washing method using the same.

  Various pollutants such as volatile organochlorine compounds, fuel oils and machine oils, dioxins, or heavy metals such as cadmium, lead, copper, zinc, nickel, and chromium are mixed in the soil of the factory site. Sometimes.

  If the contaminated soil contaminated with such pollutants is left as it is, the contaminants mixed in the soil will diffuse to the surroundings, hindering the lives of the surrounding residents, and when released from the soil particles by rainwater etc. Can cause contamination of groundwater by contaminating water quality. Therefore, the soil contaminated with the above-mentioned pollutants must be cleaned using various methods.

  Various methods have been developed to purify the pollutants in the soil in-situ, including the excavation aeration method and the pumped aeration method, as well as the soil gas suction method and water injection into the contaminated soil. The so-called water washing method that pumps water and treats it on the ground, the so-called bubble entrainment purification method that feeds air and entrains pollutants in the bubbles, the air sparging method that volatilizes harmful substances by introducing air pressure, A wide variety of methods are known, such as a bioremediation method utilizing microbial activity and a chemical solution injection method utilizing a redox reaction.

JP 2000-51834 A

  Among these methods, the water washing method, which is relatively widely used, injects water from a water injection well embedded in the contaminated soil, and the water is contaminated in the contaminated soil at a position away from the water injection well. In the same way, it is intended to recover from the pumping well in such a way that the pollutants existing between the injection well and the pumping well are taken to the water by pumping from the buried well. Water injection wells may be omitted depending on soil properties or groundwater level.

  In any case, however, the water or groundwater injected into the soil naturally flows in a place where the hydraulic conductivity is high, so unless the hydraulic conductivity is almost uniform, it will be within the contamination range of the target soil. It has been difficult to allow water to flow evenly, and there has been a problem that it is difficult to reliably recover the pollutants staying in the contamination range.

  In addition, it is difficult to set the water level difference between water flushing using the injection well and pump well. In other words, in terms of recovery efficiency, it is easy to think that it is better to increase the water level difference between the two, but increasing the water level in the water injection well may cause contaminants to diffuse back and increase the water injection pressure. The fine-grained soil around the well is filled into the gap between the coarse-grained soil, resulting in clogging, and as a result, smooth water injection cannot be performed. On the other hand, if the water level of the pumping well is lowered, the amount of pumped water becomes excessive and the contamination range becomes unsaturated, or the depth range (effective strainer length) that can be pumped is limited to a deep location. As a result, the pollutant cannot be reliably recovered.

  Therefore, the water level difference between the injection well and the pumping well must be kept below a certain level. However, this reduces the dynamic gradient and reduces the amount of water flow, so the recovery efficiency is poor and it takes a lot of time to recover the pollutants. This causes a big problem.

  The present invention has been made in consideration of the above-described circumstances, and it is possible to reliably collect the pollutants distributed in the contaminated area in the soil, and to improve the efficiency of collecting the polluted soil. It is an object of the present invention to provide a cleaning structure and a water cleaning method using the same.

In order to achieve the above object, the water-cleaning structure for contaminated soil according to the present invention is embedded in the contaminated soil so as to surround or sandwich the contaminated area where the contaminant is distributed, as described in claim 1. A water-impervious wall, an airtight material covering the ground surface of the contaminated soil surrounded or sandwiched by the water-impervious wall, a pumping well penetratingly installed in the airtight material, and connected to the pumping well A suction pump, and the lower end of the impermeable wall is surrounded by the impermeable wall by being separated from the upper surface of the non-permeable layer or the hardly permeable layer that extends below the contaminated area and extends into the contaminated soil. A contaminated soil flow cleaning structure configured to allow groundwater to flow into a cleaned space in the contaminated soil sandwiched or sandwiched , wherein the suction pump sucks air from an unsaturated region directly below the airtight material , Those adapted to pumping the groundwater has been raised substantially vertically by suction.

Further, the water-cleaning structure for contaminated soil according to the present invention, as described in claim 2, includes a water-impervious wall embedded in the contaminated soil so as to surround or sandwich the contaminated area in which the contaminant is distributed, An airtight material covering the ground surface of the contaminated soil surrounded or sandwiched by the impermeable wall, a pumping well penetratingly installed in the airtight material, a suction pump connected to the pumping well, Contaminated soil composed of a water injection well embedded in the contaminated soil so as to communicate with a water permeable layer that penetrates the airtight material in an airtight state and extends below the contaminated area, and water injection means connected to the water injection well The suction pump sucks air from the unsaturated region directly below the airtight member, and is injected into the water-permeable layer through the water injection well and has risen substantially vertically due to the suction. Pumping groundwater It is those that have become way.

Further, according to the method for flushing contaminated soil according to the present invention, as described in claim 3, a water-impervious wall is constructed in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed, Covering the ground surface of the contaminated soil surrounded or sandwiched by a water-impervious wall with an airtight material, penetrating and installing a pumping well in the airtight material in an airtight state, and using the suction pump connected to the pumping well, the water-impervious wall A method of flushing contaminated soil that pumps up the water in the contaminated soil surrounded or sandwiched by water, wherein the water-impervious wall extends below the contaminated area at the lower end of the impermeable wall and into the contaminated soil. By separating from the upper surface of the layer or the hardly permeable layer, ground water can flow into the washing space in the contaminated soil surrounded or sandwiched by the impermeable wall, and the water in the contaminated soil is pumped up Before the airtight material It is intended to substantially vertically rising groundwater by sucking the air in the suction pump from the unsaturated region under.

Moreover, the water washing method for contaminated soil according to the present invention, as described in claim 4, constructs a water-impervious wall in the contaminated soil so as to surround or sandwich the contaminated area where the contaminant is distributed, Covering the ground surface of the contaminated soil surrounded or sandwiched by a water-impervious wall with an airtight material, penetrating and installing a pumping well and a water injection well in the airtight material, and using a suction pump connected to the pumping well A method for flushing contaminated soil that pumps up water in the contaminated soil surrounded or sandwiched by a water-impervious wall, wherein the contamination well is communicated with a water permeable layer extending below the contaminated area. By embedding in the soil and pouring water into the permeable layer through the water injection well, it is configured so that groundwater can flow into the wash space in the contaminated soil surrounded or sandwiched by the impermeable wall, and In contaminated soil Before pumping water, in which is substantially vertically raised groundwater by sucking the air in the suction pump from the unsaturated region just below the airtight material.

  In the water-washing structure for contaminated soil and the water-washing method using the same according to the present invention, first, a water-impervious wall is constructed in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed. .

  Next, the ground surface of the contaminated soil surrounded or sandwiched by the constructed impermeable walls is covered with an airtight material, and a pumping well is penetrated in the airtight state in the airtight material and buried in the contaminated soil, or the pumping well And irrigate the water well and embed it in the contaminated soil.

  Here, by separating the lower end of the impermeable wall from the upper surface of the non-permeable layer or the hardly permeable layer that extends below the contaminated area and spreads into the contaminated soil, the contaminated soil surrounded or sandwiched by the impermeable wall Regardless of whether the impermeable wall is constructed so that groundwater can flow into the wash space, or whether the lower end of the impermeable wall is separated or penetrated from the upper surface of the non-permeable layer or hardly permeable layer In addition to communicating with the water permeable layer extending below the region, water injection means is connected to the water injection well.

  Next, air is sucked from an unsaturated region directly under the hermetic material by a suction pump, for example, a vacuum pump. Here, the unsaturated region refers to a region from the ground surface to a depth from the groundwater level.

  As described above, when air is sucked from the unsaturated region directly under the airtight material, the atmospheric pressure acts only on the soil particles and does not act on the pore water. Therefore, the gap pressure in the unsaturated region is lower than the atmospheric pressure and becomes a negative pressure state, which can be called a negative gap pressure, and the permeable layer passes through the groundwater or water injection well that flows into the cleaning space from the lower end of the impermeable wall. The water injected into the water moves substantially vertically upward due to the negative pressure, and eventually balances the groundwater level outside the impermeable wall while maintaining a predetermined water head difference Δh. Hereinafter, the water poured into the permeable layer is also referred to as groundwater.

  After this condition, the groundwater that has risen is pumped up with a suction pump.

  In this way, the groundwater rises in the vertical direction while entraining the pollutants distributed in the contaminated area regardless of the pumping position (suction position) by the suction pump, and thus purifies the contaminated area. It becomes possible to purify the space uniformly.

  In addition, since an airtight material is provided, even if the water level drops due to pumping, the negative pressure increases correspondingly, and as a result, continuous pumping is possible with the initial water head difference Δh substantially maintained. .

  Here, as described above, the groundwater moves vertically upward due to the negative pressure generated in the unsaturated region and is independent of the pumping position (suction position). Therefore, even if the amount of pumped water is increased, the movement route of the groundwater does not change, and the flow upwards is maintained. As a result, the purification space can be purified uniformly in a short time.

  In addition, the movement route of groundwater fluctuates according to the amount of pumped water as in the past, so there is no problem that an area that cannot be purified arises.Therefore, use a high capacity vacuum pump or increase the number of vacuum pumps. By increasing the number of pumping wells, it becomes possible to increase the amount of pumped water and increase the purification efficiency.

  In addition, even if there is a layer with a low permeability coefficient in the middle of the movement route of groundwater, in most cases, since the stratum is deposited almost horizontally, the groundwater passes through the layer with a low permeability coefficient evenly. Reliable uniform purification becomes possible.

  The pollutants include volatile organic chlorine compounds such as trichlorethylene and tetrachloroethylene, oils, dioxins, or heavy metals such as cadmium, lead, copper, zinc, nickel and chromium.

  DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a water washing structure for contaminated soil and a water washing method using the same according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

  Fig.1 (a) is sectional drawing which showed the water washing structure of the contaminated soil which concerns on this embodiment. As can be seen from the figure, the water-cleaning structure 1 for contaminated soil according to the present embodiment includes impermeable walls 4 and 4 embedded in the contaminated soil 3 so as to sandwich the contaminated area 2 in which the pollutants are distributed, An airtight sheet 6 as an airtight material covering the ground surface 5 of the contaminated soil 3 sandwiched between the water shielding walls, a pumping well 7 penetrating and installed in the airtight sheet, and a suction connected to the pumping well It comprises a vacuum pump 8 as a pump.

  Contaminants include volatile organic chlorine compounds such as trichlorethylene and tetrachloroethylene, oils, dioxins, and heavy metals such as cadmium, lead, copper, zinc, nickel, and chromium. In this case, since the airtight sheet 6 is configured to cover the ground surface 5 of the contaminated soil 3, there is no possibility of being diffused into the atmosphere even if it volatilizes and gasifies during washing with water.

  For example, the impermeable wall 4 may be constituted by an underground continuous wall that also serves as an underground wall of an upper structure constructed after the purification process, or may be constituted by a cement-type water blocking wall adopted for an underground dam. May be.

  Considering the flow of groundwater in the contaminated soil 3, it is desirable that the water shielding walls 4, 4 are opposed to each other so as to be orthogonal to the flow of groundwater as shown in FIG.

  Here, the water-impervious wall 4 has its lower end separated from the upper surface of the non-permeable layer or the hardly permeable layer 9 extending below the contaminated area 2 and extending into the contaminated soil 3 as shown in FIG. The groundwater can flow into the cleaning space 10 in the contaminated soil 3 sandwiched between the impermeable walls 4 and 4.

  The airtight sheet 6 is for keeping the unsaturated region 21 immediately below it airtight, and by ensuring the length of the water-impervious wall 4 sufficiently, the opposite side walls of the water-impervious walls 4 and 4 and the contaminated soil. 3, the unsaturated region 21 can be kept substantially airtight together with the upper surface of the groundwater in 3, but the length of the impermeable walls 4, 4 is insufficient or the air permeability coefficient of the unsaturated region 21 is large. If there is a concern that the airtightness of the edge portions 10 and 10 of the airtight sheet 6 on the side not joined to the water-impervious walls 4 and 4 is reduced, the edge portions 10 and 10 of the airtight sheet are folded to contaminate the soil 3. What is necessary is just to take measures, such as embedding an airtight wall body along the edge parts 10 and 10 of the airtight sheet | seat 6 embedded in the inside, and comprising the lower end of the airtight wall body below a groundwater level. In addition, as for the material and construction method of the airtight sheet 6, an atmospheric pressure method for discharging moisture in the soft ground by using the atmospheric pressure as a consolidation load may be appropriately employed.

  In order to perform water washing using the contaminated soil water washing structure 1 according to the present embodiment, first, the impermeable walls 4 and 4 are provided in the contaminated soil 3 so as to sandwich the contaminated area 2 where the pollutants are distributed. To construct.

  Next, the ground surface 5 of the contaminated soil 3 sandwiched between the constructed impermeable walls 4 and 4 is covered with an airtight sheet 6, and the pumping well 7 is penetrated in an airtight state in the airtight sheet and embedded in the contaminated soil 3. To do.

  Here, the lower end of the water-impervious wall 4 is sandwiched between the water-impervious walls 4 and 4 by separating the lower end from the upper surface of the non-permeable layer or the hardly permeable layer 9 that extends below the contaminated region 2 and extends into the contaminated soil 3. The impermeable wall is constructed so that groundwater can flow into the cleaning space 10 in the contaminated soil 3.

  Next, as shown in FIG. 2, air is sucked by the vacuum pump 8 from the unsaturated region 21 immediately below the airtight sheet 6. Here, the unsaturated region 21 refers to a region from the ground surface 5 to a depth from the groundwater level.

  As described above, when air is sucked from the unsaturated region 21 directly below the airtight sheet 6, the atmospheric pressure acts only on the soil particles and does not act on the pore water.

  Therefore, the gap pressure in the unsaturated region 21 is lower than the atmospheric pressure, and a negative pressure state that can be referred to as a negative gap pressure is entered, and flows into the cleaning space 10 from the lower end of the impermeable wall 4 as shown in FIG. The groundwater moves substantially vertically upward due to the negative pressure, and eventually balances the groundwater level outside the impermeable walls 4 and 4 while maintaining a predetermined water head difference Δh.

  After this state is reached, the groundwater that has risen is continuously pumped by the vacuum pump 8.

  In this way, the groundwater rises in a generally vertical direction while entraining the contaminants distributed in the contaminated area 2 regardless of the pumping position (suction position) by the vacuum pump 8.

  As described above, according to the water-cleaning structure 1 for contaminated soil and the water-cleaning method using the same according to the present embodiment, the ground surface 5 of the contaminated soil 3 sandwiched between the water-impervious walls 4, 4 is used. Since the air is sucked from the unsaturated region 21 directly under the airtight sheet 6 before being covered with the airtight sheet 6 and pumping up the water in the contaminated soil 3, the purification space 10 in the contaminated region 3 is uniformly purified. It becomes possible.

  That is, the groundwater moves due to the negative pressure generated in the unsaturated region 21 and does not depend on the pumping position (suction position). Therefore, the groundwater moves vertically through the purification space 10 and is uniformly passed through the purification space, and thus the pollutants distributed in the contaminated area 2 are entrained in the groundwater that is uniformly passed. It is possible to reliably collect in the form.

  In addition, since the airtight sheet 6 is provided, even if the water level drops due to pumping, the negative pressure increases correspondingly, and as a result, continuous pumping is possible with the initial head difference Δh maintained substantially. In addition, even if the amount of pumped water is increased, the movement path of the groundwater is not changed for the reason described above, and the flow upward in the vertical direction is maintained, so that the purification space 10 can be purified in a short time and uniformly. .

  In connection with this, there is no problem that the movement route of groundwater fluctuates according to the amount of pumped water and the area that cannot be purified is removed.Therefore, a high-capacity vacuum pump is used or the number of vacuum pumps is increased. In conjunction with this, by increasing the number of pumping wells, it becomes possible to increase the amount of pumped water and increase the purification efficiency.

  In addition, even if there is a layer with a low permeability coefficient in the middle of the movement route of groundwater, in most cases, since the stratum is deposited almost horizontally, the groundwater passes through the layer with a low permeability coefficient evenly. Reliable uniform purification becomes possible.

  In the present embodiment, the impermeable walls 4 and 4 are arranged oppositely in the contaminated soil 3 so as to sandwich the contaminated area 2 where the pollutants are distributed, but instead, for example, a cylindrical shape so as to surround the contaminated area 2 Alternatively, a square cylindrical water shielding wall may be embedded in the contaminated soil 3.

  According to this configuration, it is possible to purify the contaminated soil in a short time while reliably preventing the diffusion of the pollutant. Moreover, the unsaturated area | region 21 can be made airtight reliably by joining the periphery of the airtight sheet | seat 6 to the upper end of a water-impervious wall.

  Further, in the present embodiment, when the impermeable walls 4 and 4 are constructed, the groundwater is disposed opposite to the upstream side and the downstream side, but this is only an example, and in the present invention, the groundwater is unsaturated. It suffices to move vertically upward by the negative pressure in the region 21 and to be able to flow in from the surroundings to compensate for the movement.

  Therefore, the flow direction of the groundwater and the arrangement state of the impermeable walls 4 and 4 are essentially irrelevant, and the present invention is applied even when the flow rate of the groundwater is small or almost stagnant. It goes without saying that it can be done. In this respect, for example, a cylindrical or rectangular tube-shaped impermeable wall is embedded in the contaminated soil 3 so as to surround the contaminated region 2.

  Further, in this embodiment, the water supply source used for water washing is natural groundwater, but instead, the water injection well is separately placed in the contaminated soil so as to communicate with the permeable layer extending below the contaminated area. It may be embedded and water may be injected through the water injection well.

  FIG. 3A is a cross-sectional view showing the structure and operation of this modification.

  As can be seen from the figure, the water washing structure 31 for contaminated soil according to the modified example includes the impermeable walls 4 and 4 embedded in the contaminated soil 3 so as to sandwich the contaminated area 2 where the pollutants are distributed, An air-tight sheet 6 covering the ground surface 5 of the contaminated soil 3 sandwiched between the water-impervious walls, a pumping well 7 penetratingly installed in the air-tight sheet, and a vacuum pump as a suction pump connected to the pumping well 8, a water injection well 32 embedded in the contaminated soil 3 so as to communicate with a water permeable layer 34 penetratingly installed in the airtight sheet 6 and extending below the contaminated area 2, and water injection means connected to the water injection well And a water injection pump 33 as the above.

  Here, with respect to the water-impervious wall 4, it is arbitrary whether the lower end is separated from the upper surface of the impermeable layer or the hardly permeable layer 9, or penetrates, but in the present modification, as in the above-described embodiment, The lower end is separated from the upper surface of the impermeable layer or the hardly permeable layer 9.

  The water permeable layer 34 may be a natural formation or may be artificially constructed by a spraying method or the like.

  In order to perform water washing using the contaminated soil water washing structure 31 according to this modification, first, the impermeable walls 4 and 4 are provided in the contaminated soil 3 so as to sandwich the contaminated area 2 where the pollutants are distributed. To construct.

  Next, the ground surface 5 of the contaminated soil 3 sandwiched between the constructed impermeable walls 4 and 4 is covered with an airtight sheet 6, and the pumped well 7 and the water injection well 32 are penetrated in an airtight state through the airtight sheet to contaminate the soil. Buried in 3

  Here, the water injection well 32 is embedded in the contaminated soil 3 so as to communicate with the water permeable layer 34 extending below the contaminated area 2.

  Next, air is sucked by the vacuum pump 8 from the unsaturated region 21 directly below the airtight sheet 6 while water is poured into the water permeable layer 34 via the water well 32 by operating the water pump 33.

  As described above, when air is sucked from the unsaturated region 21 directly below the airtight sheet 6, the atmospheric pressure acts only on the soil particles and does not act on the pore water.

Hereinafter, the water supply source for water flow cleaning is groundwater in the embodiment, whereas in this modification, the operation according to this modification is different except that the water is injected from the water injection well 32. Since the effect is substantially the same as the embodiment described above, detailed description is omitted here, but in this modification, it is difficult to use natural groundwater for water washing because the groundwater level is low. It can be said that this method is suitable for

  In addition, even if it is a place where groundwater can be used, if it is difficult to use due to the flow of groundwater, etc., or if the permeability coefficient of contaminated soil is small, reliable water washing will be performed. It becomes possible.

  Here, the groundwater referred to in the embodiment is replaced with water injected from the water injection well 32 in this modification.

  Although not particularly mentioned in the present embodiment, the unsaturated region 21 may be replaced with a material having high air permeability, such as a gravel material or a perforated pipe. If it does in this way, the negative pressure ensuring by suction and subsequent pumping will become smoother, and purification efficiency will increase.

  FIG. 4 shows an example in which a part of the soil distributed in the unsaturated region 21 is replaced with a perforated pipe 41 arranged in a planar lattice shape, and the perforated pipe is connected to the pumping well 7. It is.

  According to such a configuration, the air permeability and suction efficiency of the unsaturated region 21 are improved, and the unsaturated region can be reliably brought into a negative pressure state.

  The perforated pipe 41 does not necessarily need to be connected to the pumping well 7 and may simply be placed horizontally as a highly breathable material.

It is the figure which showed the water washing structure of the contaminated soil which concerns on this embodiment, (a) is a vertical sectional view, (b) is the arrow line view seen from the AA line direction. The figure which showed the effect | action of the water washing method of the contaminated soil which concerns on this embodiment. It is the figure which showed the water washing structure of the contaminated soil which concerns on a modification, (a) is a vertical sectional view, (b) is the arrow line view seen from the BB line direction. It is the figure which showed the water washing structure of the contaminated soil which concerns on a modification, (a) is a vertical sectional view, (b) is the arrow line view seen from CC line direction.

Explanation of symbols

1,31 Water washing structure for contaminated soil 2 Contaminated area 3 Contaminated soil 4 Impermeable wall 5 Ground surface of contaminated soil 6 Airtight sheet (airtight material)
7 Pumping well 8 Vacuum pump (suction pump)
9 Non-permeable layer or hardly permeable layer 10 Washing space 32 Water injection well 33 Water injection pump (water injection means)
34 Water permeable layer

Claims (4)

A water shielding wall embedded in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed, and an airtight material covering the ground surface of the contaminated soil surrounded or sandwiched by the water shielding wall; It comprises a pumping well that is installed in an airtight manner in the hermetic material, and a suction pump connected to the pumping well, and a lower end of the impermeable wall is below the contaminated area and enters the contaminated soil A contaminated soil drainage washing structure configured to allow groundwater to flow into the washing space in the contaminated soil surrounded or sandwiched by the impermeable walls by separating from the upper surface of the non-permeable layer or the hardly permeable layer that spreads. there, the suction pump sucks air from the unsaturated region just below the airtight material, fouling, characterized in that is adapted to pumping the groundwater has been raised substantially vertically by the suction Passing water cleaning structure of the soil. A water shielding wall embedded in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed, and an airtight material covering the ground surface of the contaminated soil surrounded or sandwiched by the water shielding wall; So as to communicate with a pumping well that is installed in the hermetic material in an airtight state, a suction pump connected to the pumping well, and a water permeable layer that is installed in the hermetic material in a hermetic state and extends below the contaminated area. A water-contained washing structure for contaminated soil comprising a water injection well buried in the contaminated soil and water injection means connected to the water injection well , wherein the suction pump is from an unsaturated region directly below the airtight material A contaminated soil water-cleaning structure characterized by pumping ground water that has been sucked into the permeable layer through the water injection well and that has risen substantially vertically due to the suction . A water shielding wall is constructed in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed, and the ground surface of the contaminated soil surrounded or sandwiched by the water shielding wall is covered with an airtight material, A water-contained cleaning method for contaminated soil, wherein a pumping well is penetrated in an airtight state in an airtight state, and the water in the contaminated soil is pumped up by a suction pump connected to the pumping well and surrounded or sandwiched between the impermeable walls. The lower end of the impermeable wall is surrounded or sandwiched by the impermeable wall by separating the lower end from the upper surface of the non-permeable layer or the hardly permeable layer that extends below the contaminated area and extends into the contaminated soil. In addition, the groundwater is configured to flow into the cleaning space in the contaminated soil, and before pumping up the water in the contaminated soil, the groundwater is sucked by the suction pump from the unsaturated region immediately below the airtight material. Almost Passing water washing method of contaminated soil, characterized in that raising directly. A water shielding wall is constructed in the contaminated soil so as to surround or sandwich the contaminated area where the pollutant is distributed, and the ground surface of the contaminated soil surrounded or sandwiched by the water shielding wall is covered with an airtight material, A pumping well and a water injection well are installed in an airtight state in an airtight state, and the contaminated soil is pumped up by using a suction pump connected to the pumping well to pump up the water in the contaminated soil surrounded or sandwiched by the impermeable walls. A water washing method, wherein the water injection well is embedded in the contaminated soil so as to communicate with a water permeable layer extending below the contaminated area, and water is injected into the water permeable layer through the water injection well. The suction pump is configured to allow groundwater to flow into the cleaning space in the contaminated soil surrounded or sandwiched by a water wall, and before pumping up the water in the contaminated soil, from the unsaturated region directly below the airtight material the sky in Passing water washing method of contaminated soil, characterized in that to substantially vertically rising groundwater by sucking the.

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